| 查看: 1353 | 回复: 5 | ||
| 【悬赏金币】回答本帖问题,作者挑战平凡将赠送您 20 个金币 | ||
[求助]
关于AASHTO规范中,混凝土裂缝宽度计算参数的疑问 已有1人参与
|
||
| 好像上传不了图片啊 |
» 猜你喜欢
参与限项
已经有4人回复
有没有人能给点建议
已经有5人回复
假如你的研究生提出不合理要求
已经有12人回复
全日制(定向)博士
已经有5人回复
萌生出自己或许不适合搞科研的想法,现在跑or等等看?
已经有4人回复
Materials Today Chemistry审稿周期
已经有4人回复
对氯苯硼酸纯化
已经有3人回复
所感
已经有4人回复
要不要辞职读博?
已经有7人回复
北核录用
已经有3人回复
|
(1) AASHTO-LFRD In AASHTO-LFRD, the idea of crack control is proposed instead of cracking width calculation. The spacing of reinforcements is specified directly. In this case, it turns convenient for designers to confirm concrete serviceability and durability. Nevertheless, the crack control idea focusing on spacing of reinforcements. 想请教 这个dc 怎么理解? where ωmax is the maximum crack width; β is the ratio of the distances to the neutral axis from extreme tension fiber and the neutral axis from the edge; fs is the stress calculated in the reinforcements at service load; dc is the bottom cover measured from center of lowest bar.; and s is the maximum bar spacing. When using this equation to calculate crack width, test reinforcement stress value was substituted to the equation for fs. |
2楼2021-12-20 22:58:01
3楼2021-12-20 23:04:04
博士升
金虫 (正式写手)
- 应助: 4 (幼儿园)
- 金币: 1365.3
- 散金: 238
- 红花: 4
- 帖子: 382
- 在线: 89.3小时
- 虫号: 14379630
- 注册: 2019-02-26
- 性别: GG
- 专业: 结构工程
4楼2021-12-21 08:33:00
5楼2021-12-21 09:07:45
6楼2021-12-21 10:48:17












回复此楼
挑战平凡